Mobile Asphalt Concrete Production Machine

ABSTRACT

A mobile asphalt production machine which includes support for different asphalt concrete recipes including a plurality of aggregate storage bins which work on combination with a fines or sands storage bin. The individual bins have separated feeding chutes to the mixing trough. The machinery also includes a removable pan at the elevator transfer station to accommodate changeover from one grade aggregate material to another. Further, a controller is provided which delivers appropriate ingredients while also measuring process parameters to adjust various input requirements. Further, a dust and particulate recapturing system is provided which recycles particulate matter back into the ribbon of mixed material with a binding agent.

CROSS REFERENCE TO PRIOR APPLICATION

This application is a continuation application filed under 35 U.S.C.§120 and claims priority to U.S. patent application Ser. No. 13/153,966,filed Jun. 6, 2011, now U.S. Pat. No. 8,931,975 issued on Jan. 13, 2015.The entirety of the disclosure is hereby incorporated by reference.

TECHNICAL FIELD

The present invention is directed towards a mobile asphalt concreteproduction machine which has the capability of manufacturing variousforms of asphalt concrete utilizing different recipes and varyingquantities of multiple grades of aggregate and fines to generate asphaltconcrete on location.

BACKGROUND

Asphalt concrete production has typically been conducted at permanentlocations or facilities. These permanent locations or facilities requiretransport of the high temperature asphalt concrete from the productionplant to installation locations which can be significant distances fromthe plant. Transportation of high temperature asphalt concrete over theopen road produces significant problems in production, logistics andinstallation of the asphalt concrete. These difficulties include loss ofheat, increased requirement of heat for transportation time periods,multiple trips to transport various asphalt concrete recipes necessaryfor roadway surfaces, as well as many other known issues.

Other issues in regards to permanent or fixed location asphalt concreteproduction facilities include heightened costs for small jobs requiringsmaller volumes and multiple trips for differing grades of asphaltconcrete. As a result, in small paving projects, a single grade ofasphalt concrete will be delivered and utilized for the entire projectas opposed to appropriate multi-layer asphalt concrete typicallyutilized when building roadway surfaces.

In building roadway surfaces, a base course must be first laid whichnormally requires larger aggregate having certain desirable properties.This larger aggregate in the base course can be three-quarter inchaggregate base in order to create the base course pavement utilized inthe sublayer material of an asphalt roadway.

On top of the base course may be placed a wearing surface which utilizesfiner quality of rock and aggregate, possibly in the range ofone-quarter to one-half inch aggregate or less. Combinations of both thebase course and the wearing surface thus increase the life of theasphalt roadway.

It has been proposed to provide a mobile asphalt production machinewhich may mix bituminous concrete at the job site utilizing an augermixing mechanism. However these asphalt mixing machines have knownproduction problems in making the various asphalt concrete recipes. Suchdrawbacks include the inability to create multiple grades of asphaltconcrete while also not allowing for corresponding variations in thesize of aggregate during the production process. These deficiencies makeprior art asphalt production machines ineffective and inappropriate formobile use to create varying asphalt concrete recipes which require theuse of different sizes of fines, aggregate and other elements. It wouldthus be desirable to be able to produce multiple grades of asphaltconcrete on location and on a mobile platform without the necessity oftransporting the various grades of asphalt concrete from a permanent orfixed location production facility.

Thus, there is a need in the art to provide an asphalt concreteproduction machine which is both mobile and which accommodates recipechanges for various asphalt concrete quality and recipes therebyrequiring different constituent ingredients. This need in the art isnecessary to overcome one or more of the drawbacks associated with theasphalt concrete production machines known in the art.

SUMMARY

The present disclosure is directed to an inventive method and apparatusfor a mobile asphalt concrete production machine which accommodatesmultiple grades of constituent aggregate ingredients for an asphaltconcrete recipe. For example, the mobile asphalt concrete productionmachine may include multiple aggregate storage bins for various sizedaggregate material to be combined with fines material in the productionprocess. Accommodation may be made for incorporating the materials fromthe individual bins in a mutually exclusive fashion to be combined withthe fines bin material at a mixing station where the combined materialmay be introduced to a binding agent such as liquid bitumen. The mobileasphalt concrete production machine may include a separate mixing systemwhich adjusts for the various size aggregate materials included for theparticular recipe and production of specified type of asphalt concrete.Various implementations of the mobile asphalt concrete productionmachine set forth herein may include the ability to quickly change overfrom various storage bins while preventing mixing of the various sizeaggregate materials contained on the machine. Other aspects may includevertical adjustability of the mixing auger as well as adjustments to themixing process in order to take into account the size of the aggregatematerial, residence time required, temperature and pressure, among otherthings.

Generally, in one aspect, a truck may be provided with multiplecomponents combined to create asphalt concrete from various ingredients.The multiple components may include a plurality of aggregate storagebins combined with a fines storage bin all of which dispense materialinto a mixing trough, the plurality of aggregate storage bins dispensingaggregate individually or as needed by the asphalt concrete recipe. Acontroller may be provided in order to properly dispense aggregatematerial in combination with the fines or sand material into theappropriate mixing station. Controllers may also be provided withprogramming in order to modify the residence time of the aggregate andfines material with the amount of liquid bitumen to be provided in themixing chamber based upon the recipe of asphalt concrete desired.

In some embodiments, the mixing auger may float within the mixingchamber in order to accommodate multiple diameter aggregate materialsdispensed within the mixing chamber. The mixing trough may also floatwithin the supports to expand and contract without negatively affectingfixed joints between the trough and the support system.

In further embodiments, change over from recipes requiring a firstaggregate material to a second aggregate material may be expedited basedupon a conveyor/elevator transfer station which has a removable drawer,the removable drawer being the dispensing location of the aggregatematerial which is mixed with the fines material.

In some embodiments disclosed herein, the mobile asphalt concreteproduction machine may include a floating mixing trough which allows forexpansion caused by high heating temperatures within the mixing troughduring the production cycle.

In some embodiments, the mobile asphalt concrete production machineincludes both a first and second aggregate storage bin which is combinedwith a fines storage bin on a flat bed truck or other mobile device. Aprogrammable logic controller may be utilized in order to controldispensing of the individual aggregate required for the desired recipeof asphalt concrete. The selected aggregate may then be combined withthe appropriate amount of fines or sand ingredient element to beconveyed to a mixing trough, the mixing trough alternatively includingmultiple liquid bitumen injection stations and a mixing auger toproperly and appropriately mix and retain the material until the asphaltconcrete is properly and uniformly created.

In other embodiments, the mixing auger may include the ability to floatwithin the mixing trough so as to accommodate various diameter aggregatematerials dispensed into the mixing trough with the fines material.

In still other embodiments, the mixing station may include a first and asecond mixing auger portion so that proper rotational and adjustabilityof the augers to accommodate various diameter aggregate materialsdispensed within the mixing trough may be completed.

In still further embodiments, a mobile asphalt concrete mixing machinemay be implemented using a programmable logic controller which controlsthe dispensing speed of the individual aggregate materials into theconveyor and elevator transfer area, the controller also maintaining thedispensing speed of the fines material to be mixed therewith. Thecontroller may further operably control the amount of heat introduced inthe mixing trough, as well as the amount of liquid bitumen to be mixedwith the constituent materials. Such controller in many embodiments mayfurther control the rotation speed of the auger in order to properlydetermine the residence time of the constituent elements within themixing trough to insure the least amount of liquid bitumen is utilizedin the mixing process while also creating the appropriate grade ofasphalt concrete and maintaining the needed environmental conditions forproper mixing.

In some embodiments, a conveyor/elevator transfer station may be placedat the end of a plurality of conveyor chutes, the ends of each of thechutes having operable dispensing gates at the transfer station. Theplurality of conveyor chutes may match the plurality of storage binshaving discharge apertures, the bins positioned on the mobile asphaltproduction truck.

In still further embodiments, the conveyor/elevator transfer station mayinclude a removable drawer, the removable drawer allowing the operatorof the mobile asphalt concrete production machine to change from a firstrecipe requiring a first aggregate over to a second recipe requiring asecond aggregate by removing the undesirable sized aggregate for therequested recipe from the transfer station.

In still further embodiments, dust and other particulate material causedby the mixing of the fines and aggregate within the mixing trough may bereduced by providing and combining a baffle system with a air flow fanin the mixing trough, the air flow fan drawing in dust and otherparticulates from a first portion of the mixing trough into a secondportion of the mixing trough, the dust and other particulates beingdampened by liquid bitumen in the second portion of the mixing troughand returned and remixed into the asphalt concrete.

Additional aspects may include a mixing auger which incorporates aplurality of flights, the flights extending longitudinally along themixing auger may be provided to disrupt the ribbon of material formedwithin the mixing trough so that all of the aggregate and otheringredients of the asphalt concrete are disrupted, lifted andcontinually mixed with the heat and liquid bitumen being injected intothe mixing trough.

In still further aspects and embodiments described herein, the pluralityof longitudinally extending flights may be L-shaped, curved or flat, theL-shaped flights acting as a scoop or cups to disrupt, lift and separateportions of the material being mixed within the mixing trough so thatthese lifters, which may run parallel to the longitudinal axis of theauger and between auger flights. These also act to interrupt normalauger advancement of the material within the mixing trough.

In some embodiments, dust may be kept to a minimum within the mixingtrough by inclusion of a baffle plate interior to the mixing trough; thebaffle plate may optionally include a pass through baffle flange for thematerial to pass underneath while separating the dust and otherparticulate material.

In various embodiments, the mobile asphalt concrete production machineincludes at least three or more storage bins, the dispensing of which isfully controlled by the controller.

Still further embodiments include a floating mixing trough and supportsystem which allows the mixing trough, which undergoes extensive heatingand cooling cycles, to float free and prevent damage to welds and otherpermanently affixed mechanisms which attach the t rough to supportingstructure.

It should be appreciated that all combinations of the foregoing conceptsdescribed herein within the entire specification, as well as additionalconcepts discussed in greater detail (provided such concepts are notmutually inconsistent) are contemplated as being part of the inventivesubject matter being disclosed herein. In particular, all combinationsof claimed subject matter appearing at the end of this disclosure arecontemplated as being part of the inventive subject matter described andclaimed herein. It should also be appreciated the terminology explicitlyemployed herein that may also appear in any disclosure incorporated byreference should be accorded a meeting most consistent with theparticular concepts and definitions set forth.

A BRIEF DESCRIPTION OF THE DRAWINGS

In the drawings, like reference characters generally referred to thesame parts throughout the different views. Also, the drawings are notnecessarily to scale, emphasis instead generally being placed uponillustrating the principals of the invention.

FIG. 1 illustrates a side view of the mobile asphalt concrete productionmachine having multiple aggregate bins and accommodating multiple sizeaggregate material in the mixing process.

FIG. 2 is an opposite side view of the mobile asphalt concreteproduction machine of FIG. 1.

FIG. 3 is a side sectional view of the mobile asphalt concreteproduction machine of FIG. 1 wherein one aggregate bin and the transferstation and elevator system is disclosed among other items.

FIG. 4 is a rear view of the various mechanical elements fortransporting the material for the plurality of storage bins to themixing trough for the mobile asphalt concrete production machine of FIG.1.

FIG. 5 is a perspective view of selected components of the mobileasphalt concrete production machine of FIG. 1.

FIG. 6 is a front view of portions of the transport structure fortransporting the material from the storage bins to the mixing trough ofthe mobile asphalt production machine of FIG. 1.

FIG. 7 is a partial cut away view of the mixing trough and mixing augersfor the mobile asphalt concrete production machine of FIG. 1.

FIG. 8 is a sectional end view of the mixing trough for the mobileasphalt concrete production machine of FIG. 1.

FIG. 9 is a component controller view of the various components of themobile asphalt concrete production machine of FIG. 1 as integrated to acontroller.

FIG. 10 is an upper perspective view of the mixing trough and troughsupport structure for the mobile asphalt concrete production machine ofFIG. 1.

FIG. 11 is an upper perspective view of the floating motor mount for theauger motor depicted in FIG. 10.

DETAILED DESCRIPTION

The system described herein incorporates the utilization of multipleaggregate bins for creation of variant layers and quality of asphalt.Both fines and course aggregate may be fed and various bins supported onthe mobile trailer to a mixing auger system. A plurality of bins areprovided to provide support, in one embodiment, for both ¾ inch sizeaggregate and ⅜ inch size aggregate to be combined in varying degreeswith the sands or fines material, all of which are separated and kept inposition on the mobile support device for feeding depending upon theparticular recipe selected. Each individual bin of the plurality of binssupported has their own conveyance system. In one embodiment, individualconveyors or drag chains may draw aggregate and sand material forward toan elevator system which will transport the component materials to themixing auger.

In other embodiments, conveyor systems may be utilized to transportmaterials to the mixing auger. In various embodiments, both fine andcourse aggregate material may be mixed with the sand in order to provideboth a lower layer rough asphalt base course and upper layer fine orwearing surface, depending upon the particular recipe and mixturecomponent materials required.

In one embodiment, the individual conveyors draw forward the separateaggregate component elements, each of the conveyors independentlycontrollable and driven by the PLC. Various mixture recipes may call forfine, course or a combination of fine and course aggregate to becombined with the sand in the mixing auger.

The individual bins for the fine aggregate, course aggregate and sandare readily accessible from the exterior of the mobile system and may berefilled as necessary.

In further embodiments, the multiple conveyors which are fed at openingsof the individual storage bins conveying material forward through acollection point thereby feeding a plurality of risers on an elevatorsystem, each of the individual risers elevating the material from thelower collection area to the mixing auger for combination, mixing andspraying with the high temperature bitumen. The speed of the individualconveyors and elevator may be timed appropriately with the mixing augerand pump for the bitumen such that a PLC controls the individualcomponent elements for the particular recipe selected by the operator atthe PLC.

In the lower portion of each individual storage bins are openings ordischarge apertures for feeding each of the conveyor systems. In someembodiments, the conveyor system may be combined. In other embodiments,individual and separated conveyors may be utilized in order to assureproperly measured material is fed to the elevator system and into themixing auger.

Support for multiple component aggregate materials is provided byindividually providing separate aggregate bins through which the PLC mayselectively acquire aggregate component elements for the recipe selectedby the user at the PLC. Speed control, selection and mixing times allmay be programmed into the PLC for proper residence time of the ribbonof material within the mixing auger in order to create the appropriateasphalt conditions. Thus, in various embodiments depicted, both courseand fine asphalt for a base course and wearing surface material may bemixed at a single location without the necessity of running multiplebatches from a remote location.

A mixing auger is provided within a trough in order to properly blendthe aggregate and sand components with the hot liquid bitumen pumpedinto the mixing chamber. Within the mixing chamber is positioned anauger for rotation therein and proper mixing of the recipe componentelements. In one embodiment, the mixing auger may have a plurality offlights helically surrounding a central axis. Depending upon the lengthof the mixing trough and chamber, a first and a second mixing auger maybe provided connected at a central bearing support. The central bearingsupport is positioned between the two mixing augers and may allow forflexing in a longitudinal direction between the first and second auger.

In other embodiments, a single auger may be utilized longitudinallyextending throughout the entire mixing chamber.

In still further embodiments, the mixing auger may have a plurality offlights inter-connected with longitudinally extending lifters, thelifters extending from one rotational flight to another. The lifters mayact to break up the ribbon of material generated in the mixing chamberin order to prevent a long continuous ribbon of material being formedwithin the mixing chamber and surrounding the mixing auger. In variousembodiments, the lifters may be longitudinally extending bars. In stillfurther embodiments, the lifters may be curved or angle shaped liftersfor lifting and breaking the ribbon of material in order to ensurediscontinuity of the formed ribbon. The lifters, upon rotation of themixing auger, lifts and moves the material over the top peripheralposition of the auger thereby ensuring that the mixed components ofsand, aggregate and hot liquid AC are properly mixed.

In various embodiments, the lifters may extend from a first flight to asecond flight in the longitudinal direction at 180 degree positionsrelative to the central axis. In still other embodiments, lifters may beprovided at 120 degree increments relative to the central auger axis. Invarious embodiments, the individual lifters may be designed not toextend outside the outer periphery of the individual flights and theflights may be L-shaped or having surfaces at about 90 degree angles ofeach other.

Clearance may be provided in various embodiments below each of theindividual flights within the mixing chamber and the mixing trough inorder to allow for the plurality of sized aggregate component elementstransported from the storage bins. Adequate clearance must allow forproper rotation of the individual flights within the mixing chamber.Additionally, the mixing chamber may be sized appropriately to ensureproper residence time of the mixture.

In some embodiments, positioned above the mixing auger and within themixing chamber are a first and a second heater. The heaters may beprovided in order to raise the temperature and maintain temperature ofthe component elements within the mixing chamber to approximately 350 to450 degrees Celsius. The heaters may be diesel heaters controlled by thePLC which is provided with internal temperature and feedback informationregarding the mixing chamber environmental characteristics. Variousknown type heater elements may be utilized in order to maintain anelevated temperature and environment within the mixing chamber andaround the mixing auger.

Concurrently with the heater systems may be positioned a sprayer for oneof the liquid AC lines. A liquid bitumen line may be fed by a pump whichconveys the liquid AC from the AC tank reservoir into the mixingchamber. The pump and sprayer nozzle in the mixing chamber for theliquid AC may provide the liquid bitumen into the aggregate and sandcombination mix within the mixing chamber at a predefined rate dependingupon the appropriate recipe selected by the user. The PLC appropriatelycontrols both, among many parameters and operational characteristics,the pump flow rate for the liquid bitumen, temperature for the heaters,rotational speed of the mixing auger and conveyor speed of the elevator,conveyors and rotational speed of the mixing auger in order to properlycombine the element to form the pre-selected type of asphalt.

In various embodiments, first and second heaters may be provided andpositioned substantially adjacent to a first liquid AC sprayer which isadjacent to a deposit area of the materials into the mixing trough. Suchheaters may be diesel heaters.

In embodiments, the mixing chamber extending longitudinally along themobile system may have a cover in order to retain a predetermined volumeof material and air in the mixing chamber and around the mixing auger.The mixing chamber thereby may be fully enclosed within the mixingtrough. Heated gases may then flow from the burners towards the exit inthe mixing chamber. Elevated temperatures may be maintained within themixing chamber by virtue of the lid and further by providing insulationsurrounding the mixing chamber. The mixing chamber design is such thatheated air from the dual burners extends, in many embodiments, along theentire mixing chamber. By covering the mixing chamber with an insulatedcover, elevated temperatures may be maintained. In some embodiments, ablower may be maintained in an opposing end of the burner positioning inorder to maintain proper air circulation within the covered mixingchamber. Secondary blowers may be utilized to control dust and otherparticulate material.

At the first end of the trailer system described herein and in thepresent embodiment, a mounting platform extends along an end portion ofthe storage bins as well as the mixing chamber. This mounting platformcontains the elevators which raises the materials from the conveyorbelts to the mixing chamber. First, second and third bin conveyors ordrag chains deposit material to an elevator transfer or staging areawherein the component materials are transported to the mixing chamber.As described, the present embodiment incorporates the utilization of afirst, second and third conveyor to move appropriate aggregate materialand sand to the elevator transfer area. The aggregate material may be acourse aggregate, a fine aggregate or variations as required by aparticular asphalt recipe. The conveyor motors which drive each of theindividual conveyors may be placed or adjacent to the elevator stagingarea. The materials may be deposited from each of the individualconveyors into the elevator buckets so that they may be appropriatelytransitioned to the upper mixing chamber.

As depicted, the mechanical supporting harness provides adequate supportat the end of the trailer for each of the conveyor motor drives.Additionally positioned on the mechanical supporting harness andadjacent to the elevators is the primary drive for the mixing auger.

As described, the mixing auger extends longitudinally through the mixingchamber. At one end of the mixing chamber which, in the one embodimentis positioned adjacent to the mechanical supporting harness, the motordrive for the mixing auger is mounted. The motor drive is supported in avertically adjustable floating relationship on the end plate of themixing chamber so that it may rise and lower according to the componentmaterials contained within the mixing chamber. The primary motor drivefor the mixing auger is controlled by the PLC and is driven with thegoal of rotating the auger and maintaining the proper mix of materialwithin the mixing chamber thereby ensuring adequate residence time ofthe component material for creation of the particular recipe asphalt.The auger drive motor and hence the auger may therefore float within themixing chamber which, in one of various embodiments is depicted as aU-shaped trough with divergent side walls. The end plate of the mixingchamber may have an oblong or non-ovalized aperture for receiving theauger motor drive shaft such that the auger motor when mounted accordingto the auger motor mounting system described, may move relative to themixing chamber. Such vertical movement may be necessary for allowance ofthe auger to rise over expanded material contents within the mixingchamber or also allow for vertical repositioning of the auger and motordue to thermal expansion of the component elements. At the opposing endof the mixing chamber, a similar bearing assembly may be positioned tohold the opposite end of the auger on a mounting plate and within anoblong aperture such that the entire auger and associated drive shaftmay move vertically within the aperture and therefore within the mixingchamber.

The mixing chamber may have, in various embodiments, a U-shapedconstruction with divergent side walls and a longitudinally extendingsupport span. The longitudinally extending supports may interface in akeyed type relationship with the mixing chamber support structure. Themixing chamber supports may have a plurality of Y-shaped support memberswhich received the mixing chamber. The Y-shaped elements receiving themixing chamber may match the divergent sidewall angles of the mixingchamber and may have a lower keyed notch for receiving a flange of thesupport span of the mixing chamber. Therefore, the mixing chamber restswithin the mixing chamber support structure but is not permanentlyaffixed or directly retained thereto allowing the mixing chamber tofloat freely within the mixing chamber support structure. The mixingchamber support span adequately supports the mixing chamber within thekeyed notches thereby preventing rotational movement of the chamberwithin the mixing chamber support structure while also allowing verticalexpansion along the individual ribs which extend along an exteriorperiphery of the walls of the mixing chamber. Thus, due to extensiveheating of the elements of the components within the mixing system andfrom the application of extreme heat by the dual burners, the mixingchamber may expand within the mixing chamber support structure bothlongitudinally and vertically without rupturing any inter-connectionstherewith. Thus, the mixing chamber floats freely within the mixingchamber support structure to allow for the thermal expansion of thechamber.

The mixing chamber support structure may as well be supported in afloating arrangement with the remainder of the trailer to allow forvertical and horizontal expansion of the various joints. Thus, supportsfor the mixing chamber support structure may allow for longitudinalmovement due to thermal expansion of the support structure. In variousembodiments, such retention of the mixing chamber support structure maybe positioned opposite the elevator staging area. Such capabilities maybe provided for by anchoring of the mixing chamber support structure tothe remainder of the trailer from elongated slots which allow forlongitudinal movement cause due to thermal expansion.

Various aspects and embodiments will be further described herein and areconsidered to be explanatory only and not limiting. Specific structureprovided to explain multiple features of the mobile asphalt productionmachine described may be combined with or without other structures setforth and no specific embodiment element set forth is necessarilyrequired to be combined with other structures.

Turning to FIG. 1, the mobile asphalt production machine 10 describedherein is constructed of a plurality of aggregate material bins 21 and22 which feed material to an elevator system 30. Generally speaking,when viewing both FIG. 1 and FIG. 2, the aggregate material containedwithin bin 21 or bin 22 may be combined individually with fines materialor sand contained within bin 23. Bin conveyors or drag chains 41, 42,43, shown variously in the figures and particularly in FIG. 5, bringforward the selected aggregate material from either bin 21 or bin 22 incombination with the fines material from bin 23 forward to theelevator/conveyor transfer station 36. Such material may be depositedwithin a drawer 34 prior to being transported by individual buckets 32of the elevator system 30.

Control of the individual bin conveyors or drag chains, 41, 42, 43 aswell as the appropriate gates 44, 45, 46 shown in FIG. 4, allows for theappropriate mix of material to be transported from the transfer station36 to the mixing system 50. Once transported to the mixing trough 51,mixing augers 54, 56, contained within the mixing trough mix thematerial with liquid bitumen injected into the mixing trough at variouspoints and combined with high heat from diesel heaters 59, to properlymix the material and create asphalt concrete for dispensing through thedispenser 52. A programmable logic controller 70 may control the gates,drag chain speed, elevator speed, as well as auger rotation and heatinjected by heater burner 59 in order to create proper residence timewithin the mixing system 50 for the ingredient material for therequested asphalt recipe.

Various asphalt types require individualize aggregate materials. Theseindividual aggregate materials can be contained within the aggregatebins 21, 22 which typically may contain either ⅜ inch size aggregates or¾ inch size aggregate for creation of wearing surface asphalt concreteor base course asphalt concrete. Depending upon the ingredient selectedat the programmable logic controller 70, appropriate aggregate may beselected from either bin 21, 22 and combined with the fines or sandmaterial contained within bin 23 at the transfer station 36. Positionedalong a lower portion of each bin 21, 22, 23 is an aperture fordispensing of material into a bin chute 47, 48, 49, see FIG. 6, whereineach of the material has an individual bin chute for advancement of thematerial to the transfer station. Gates may be positioned at the end ofeach individual bin chute, gates 44, 45, 46 actuatable by hydraulicpistons or rams to open and close the gate for dispensing of thematerial into the transfer station. Drag chains or conveyors 41, 42, 43may be controlled by the PLC 70 at the appropriate speed for theingredient ratio necessary for the appropriate recipe. As shown in thevarious figures, drag chains 41, 42 and 43 may extend partially orcoextensive with the entire length of the mobile apparatus in order toproperly advance material deposited from the bins into the bin chutesystem.

Storage bins 21, 22 and 23 can be positioned along the flat bed truck orother mobile device 20 depicted within the figures. Apertures may alsobe placed within the lower portion of the bins to feed the materialcontained within the bins into each individual bin chute. Motors 37, 38and 39 may drive the drag chains positioned in the individual chutes 47,48 and 49 in order to convey the individual material forward to thetransfer station 36 depicted in the various. The controller 70 mayproperly control the amount of the material dispensed from the bins intothe transfer station by controlling both the speed of the drag chains aswell as the positioning of the dispensing gates 44, 45 and 46.

The individual recipes set forth for the asphalt concrete may dependupon mutually exclusive sized aggregate material to be mixed with thefines or sand material. Change over from a first aggregate bin 21 to asecond aggregate bin 22 may be accomplished in a ready fashion butrequires a removal of any material left within the transfer station 36and other areas. As a result, transfer station 36 may include aremovable drawer 34 which may be pulled away from the transfer stationand emptied out and cleaned by the operator. The drawer may contain asignificant amount of mixed aggregate and sand for transport to themixing system. The drawer 34 may have a first end wall and a first andsecond side wall with an opposing end wall left removed so that thedrawer may be pulled away from the transfer station past each of theindividual buckets 32 of the elevator system 30. The drawer 34 as shownin the figures may be completely removed or partially removed or may behinged to provide access for removal and cleaning by the operator.Multiple options for providing a removable drawer may be utilized andare deemed to fall within the teachings of the specification anddisclosure hereof.

Elevator system 30 shown in the figures is driven by elevator motor 33which rotatably affixes to the drive chains and to the plurality ofelevator buckets 32. Each of the buckets rotates around in circularfashion at one end of the asphalt production machine and effectivelyscoops material by each individual elevator bucket 32 from the transferstation 36 and drawer the material deposited by drag chains 41 or 42 incombination with fines material brought forward by drag chain 43.Elevator buckets 32 lift material at the transfer station and depositindividual buckets into the mixing trough 51 at a first end thereof tobe adequately combined and mixed within the mixing trough and mixingsystem 50. Each of the individualized buckets 32 are rotatably affixedto the elevator chains for the elevator system. Thus, each bucket mayrotate within the first and second chains of the elevator to depositmaterial into the mixing trough at a first end of the mixing trough 51.Elevator motor 33 may similarly be controlled by programmable logiccontroller 70.

While a first and a second aggregate bin 21, 22 is depicted herein,other embodiments may include a third aggregate bin for a combination ofmaterial with the sand material contained within bin 23. Additional binchutes may be combined with bin conveyors or drag chains to transportmaterial from a location adjacent the additional or added bins forwardto the transfer station 36 as necessary. The selection of a first andsecond aggregate bin 21, 23 is included herewith for exemplary purposesand is not deemed to be limiting of the various features and elementsdisclosed.

In addition to the first, second and third storage bins shown in FIG. 1and FIG. 2, a liquid bitumen tank 28 may also be disposed along a sideof the truck 20 for the mobile machine 10. The liquid bitumen tank 28may include a diesel fired or oil fired burner and combustion chamberfor melting of solid bitumen and for maintenance of high temperaturewithin the bitumen tank reservoir so that the liquid bitumen may beproperly dispensed within the mixing system 50 and in the mixing trough51. A plurality of injectors may be provided within the mixing troughfor injection of the liquid high temperature bitumen into the mixingtrough 51 at various locations and the pumps necessary for feeding ofthe liquid bitumen from the storage tank 28 to the various injectionnozzles may be individualized and controlled by the controller 70 asnecessary for proper residence time within the mixing trough, as well asin response to the requested recipe and needed aggregate material.

As shown in FIG. 3, the mixing system 50 may include a mixing trough 51,as well as high temperature heaters or burners 59 positioned directlyabove the mixing system 50 for injection of high temperaturecombustibles into the mixing trough. Material deposited at the elevatordepositing area at the first end of the mixing trough may be advancedforward through the trough 51 by the mixing augers 54, 56. The mixingaugers 54, 56 may be rotated by mixing auger motor 53 mounted to a firstend wall 26 of the mixing trough by virtue of a floating motor mount 58.

Due to the variant size of the aggregate material fed into the mixingtrough, the mixing augers 54, 56 may require vertical mobility withinthe trough. Thus, in some embodiments an elongated slot 27 positioned onthe end wall 26 of the mixing trough allows vertical adjustment andmobility of the auger motor drive shaft. Such vertical mobility of theauger motor drive shaft and the individual mixing augers improves theperformance of the mixing by allowing the augers to rise based upon thevariant diameter of aggregate material deposited within the mixingtrough. As a result, an auger floating motor mount 58 has beenimplemented to support the auger motor 53 on the mixing trough end wall26 to allow such vertical adjustability dependent upon the size of theaggregate material deposited within the mixing trough 51.

As shown in FIG. 11, the auger motor 53 may be connected to an endbearing auger support 74 which includes a torque arm 75 restrainedwithin an L-shaped header plate 72. The L-shaped header plate may risevertically and adjust to the material contained within the mixing troughby virtue of the header plate bracket 73. Torch arm 75 restrains therotational mobility of the auger motor 53 by virtue of the first andsecond arms of the L-shaped header plate depicted in FIG. 11. Headerplate bracket 73 positioned on both sides of the header plate 72 allowthe header plate and thus the auger motor and auger drive shaft to movevertically relative to the mixing trough and the mixing trough end wall26.

The vertical adjustability of the auger drive shaft allows closetolerance of the auger to be utilized in order to fully engage varioussize materials and ensure the larger materials are cleared out by theauger motion when changeovers to different mixes and size aggregates arerequired. This is accomplished by the auger moving up and away from thetrough providing additional clearance in the event of larger aggregateclearance requirements.

Mixing augers 54, 56 work in conjunction to advance a ribbon of materialforward through the mixing trough by virtue of the standard auger ribbonmotion. In order to prevent a unified ribbon on material to extenddownward through the mixing trough 51, a plurality of longitudinallyextending lifters 62 shown in FIG. 8 are positioned at varying locationson the mixing augers 54, 56. The lifters or flights 62 may be aplurality of evenly spaced lifters around the periphery of the auger.The flights 62 or lifters run parallel to the direction of the materialflow within the mixing trough and extend the full length between theauger flighting set to a distance between zero and ¼ inch set back fromthe outer contact edge of the auger flighting. These L-shaped lifters orflights vary the retention time for the heating and mixing of the augerby interrupting normal auger advancement of the material containedwithin the mixing trough. The lifters 62 retained on the exterior of theauger shaft 64 collect, lift and retain material until an optimumrelease point is reached in order to appropriately retain materialwithin the mixing trough for heat retention and transfer. The augers maybe positioned at a multiple of radial positions as shown in order torelease the aggregate material and fines at various points within theauger rotation. Such position of the L-shaped lifters or flights 62 mayprovide a complete veil of aggregate within the auger thereby promotingmaximum heat exchange while also separating, breaking up andinterrupting the continuous ribbon of material formed by the mixingaction of the auger.

In some embodiments, a first and a second mixing auger 54, 56 aredepicted. The first and second mixing auger are connected at a centrallocation within the mixing trough by virtue of a ball bearing support 60which allows the auger shafts to be discontinuous and verticallyrepositionable in order to adjust to aggregate size and otheroperational requirements. Drive shaft 64 may vertically reposition as aresult of the variant size aggregate material mentioned herein and as aresult of the auger motor mounting system 58 which allows for verticaladjustment dependent upon the content and material within the mixingtrough.

While a plurality and specified number of L-shaped lifters arepositioned extending between the individual auger flights, those ofordinary skill in the art reading the disclosure herein will understandthat modification of the lifters may be accomplished and achieve thesame result of lifting material in order to disrupt the ribbon formed bythe auger, increase mixing capability and separate aggregate materialfrom the main material flow in order to improve heat exchange from theprimary burner 59. Thus, in the various embodiments depicted,modification of a single auger as opposed to a first and second augershown in the figures or repositioning of the lifters or shape of thelifters may be accomplished and achieve the same functionality andresult and is considered to fall within the teachings hereof.

Liquid bitumen or AC may be injected into the mixing trough at variouslocations. As shown in FIGS. 7 and 10, injection nozzle 29, 63 may beutilized to provide liquid AC into the mixing chamber in order toadequately allow adhesion of all of the ingredients together to createthe desired asphalt concrete. While two nozzles are depicted within thefigures, additional nozzles or a singular nozzle may be utilized inorder to maximize use of the liquid bitumen in the ingredients necessaryto create the requested asphalt concrete. The nozzles and otherstructure in some embodiments and just a bitumen supply line to thetrough may constitute alternative constructions of a liquid bitumeninjection assembly for supplying liquid bitumen to the interior of thetrough or to the aggregate at other various locations.

Also shown in the figures is a dust retention and reduction system.

Airflow fan 55 may be positioned at the center portion of the mixingtrough and include a fan intake 61 at a first half of the mixing troughand exhaust port 57. The entirety of the mixing trough 51 may beseparated by a baffle 35 at or adjacent to a central position of themixing trough. The baffle may effectively divide the mixing trough intoa first mixing trough section and a second mixing trough section thuspreventing dust and other material in the first mixing trough section toadvance forward to the second mixing trough section.

In the particulate reduction system depicted, air from the first mixingtrough section may be circulated by fan 55 and deposited into the secondmixing trough section at a position adjacent to a liquid bitumeninjector 63 to thereby adhere or bind to the dust or other particularmaterial exiting the exhaust chute 57 into the second trough section. Assignificant amounts of dust and other particular material may be createdduring the initial mixing action at the first end of a mixing trough,such dust from the particulate material may be collected and recycledback into the ribbon of material formed by the mixing augers. Suchrecycling may be further effectuated by combining the dust or particularmaterial with the liquid bitumen at the injector nozzle 63, the injectornozzle 63 providing a binding agent to bind with the dust or particularmaterial and allow the material to recombine with the remainingaggregate and fines.

As depicted within the figures, the baffle 35 may include a baffleflange 31 at a lower edge thereof which allows advancement of thecombined aggregate and fines material below the baffle to advancetowards the end of the mixing trough. As shown, the baffle and flangecombination effectively separate and allow for capturing of the dustsuch that it may be recombined through binding with the liquid AC andactuation of the second auger 56 in the second mixing portion of themixing trough.

In various embodiments, the dust collection system may or may not beutilized in order to effectively create the required asphalt concreterecipe desired.

In further embodiments, a continuous mixing auger may be utilizedwithout a mid-point baffle, bearing support or other structure.Alternatively, a baffle may be positioned anywhere within the interiorof the trough in order to separate and isolate sections of the trough inorder to improve dust collection. Such recycling structure requires nomaintenance, minimal cost in production and importantly allows the fineparticulate material to be captured in the mix where it is needed asfiller in order to strengthen the mix. Further, such structure allowsfor the fine particulate material to be captured consistently. In aconventional fixed location plant, a bag-house method is implementedwhich is expensive to build and maintain, the dust is collected,conveyed, stored and again conveyed & metered back into the mix to makea strong mix. This becomes a major cost in the plants. By automaticallyimplementing a recycling system as shown, reduced lost, capture of dustto the environment and other benefits are achieved.

It is also understood that a baffle flange may be replaced with otherstructure allowing the aggregate and fines material to pass while alsoeffectively preventing passage of a substantial or partial amount of theairborne particulate material within the mixing trough. All of suchmodifications are considered to fall within the teachings hereof as oneof ordinary skill will be able to make such modifications after reviewof the present disclosure.

The controller 70 can adjust varying parameters of moisture content,heat, air recirculation, elevator speed, drag conveyor speeds and augerrotations in order to meet predefined types of asphalt concrete to bemanufactures by the mobile asphalt concrete machine. Initial ratios ofaggregate and fines or sand determine the drag conveyor speed and gatestatus, alternatively opening and closing the appropriate gate 44, 45,while opening gate 46 to admit fines to the transfer station.Measurements may be taken from temperature sensors within mixing system50 at various points in order to increase or decrease heater 59 ontimes, as well as air flow fan 55 or air flow from an exhaust fanpositioned at an end of the mixing trough. Various environmentalmeasurements can determine the increase of liquid bitumen at injector29, as well as at secondary injector 63 shown in FIG. 8. Primaryinjector 29 of the liquid bitumen initiates the mixing process byproviding a binding agent for the aggregate and fines material toadequately mix the material within the mixing trough 51 as mixed anddisrupted by the auger, auger flights, lifters and other structures.Total residence time can be calculated and appropriately measured andadjusted based upon environmental measurements of temperature andmoisture in order to assure that the asphalt concrete is providedsufficient time and exposure to heat in order to create the appropriateblend requested and controlled by the PLC controller 70.

Controller 70, shown in FIG. 9, is also operably connected to thevarious environmental sensors, not shown for purposes of clarity, inorder to adequately control the dispensing amounts and ratios, as wellas the total residence time within the trough of the various mixtures.The sensors provide feedback of the PLC controller to meet the necessaryrecipe conditions.

Further, the PLC controller may be directly connected to a combustionchamber at the liquid bitumen tank 28 in order to appropriately melt thesolid bitumen contained within the tank or appropriately heat any liquidbitumen contained within the reservoir and then injected into theplurality of nozzles optionally placed at various positions within themixing trough. Tandem direct burners at the mixing trough can beutilized in order to allow the PLC controller 70 to cycle one burner onand off in order to control the temperature within the mixing trough.The second burner may cycle off upon reaching a preset maximum airtemperature within the mixing system 50. When the air temperature withinthe mixing trough reaches a certain triggering minimum, the burner orburners may cycle back on in order to increase the air temperature. Thecontroller 70 cycles the burners as mentioned upon reaching presetmaximum air temperatures based upon the recipe and other environmentalconditions. The controller 70 may sense temperature rise rates andadjust aggregate feeds of the material of elevator system 30accordingly. Increased aggregate volume can reduce temperature withinthe mixing trough. If minimum pre-determined temperatures for thedesired receipt are not reached, the controller may reduce the dragconveyor's rotational speed and then re-measure resident temperaturewithin the mixing trough in order to properly elevate the temperatureand meet mixing conditions for the desired asphalt concrete beingproduced.

By integrating the controller 70 with automatic control of the dragchains 41,42 and 43, as well as with the elevator system 30 and therotational speeds of auger 54, 56, the controller may then properlycombine liquid bitumen at the various locations and at desiredconcentrations while also maintaining desired temperatures within themixing trough 51 to insure proper environmental conditions for thedesired recipe of asphalt concrete while maintaining accurate control ofthe conditions within the trough. Such conditional sensors includehydraulic motor feedbacks from shaft rotations of the mixing augers inorder to identify the exact quantity of shaft rotations and RPMsnecessary and compare such measurements to predefined variables. Augers54, 56 pressure may also be monitored in order to indicate when theauger has aggregate introduced by the elevator system 30 and when themixing system or trough is empty. Thus, controller 70 is monitoring theposition of the aggregate and fines within the system and introducingthe liquid bitumen at the injector nozzle by control of the variouspumps at the liquid bitumen storage tank 28 at the correct time bycombining such information with the auger shaft revolutions which may becontinuously monitored. The exhaust fan speeds at both a dustrecapturing fan 55, as well as an additional exhaust fan positioned atthe dispensing end of the mixing trough 51 may be controlled to vary theconditions in the heating and mixing process within the mixing system50.

The liquid bitumen storage tank 28 may also be controlled by the PLC inorder to maintain the temperature above the melting point of 270 degreesFahrenheit such that it is a viscous liquid which can be pumpedthroughout the mixing system. The liquid bitumen and storage tank mayinclude bitumen pumps which are fully immersed within the storage tank28 and driven by a hydraulic motor from outside the tank. The hydraulicmotor may be a variable speed motor controlled by a PLC 70 with feedbackthrough a shaft sensor. An intake feeder may be provided in order toinsert either liquid or solid bitumen within the storage tank 28 duringprocessing and the PLC controller may maintain the elevated temperaturesduring operational mixing.

Turning to both FIGS. 5 and 10, the mixing system 50 as disclosed hereinincludes a mixing trough 51 which is allowed to float within a troughsupport system 66. The mixing trough supports include a plurality ofsupport members 71 which the trough 51 rests. In some embodiments, thetrough supports 71 may be a plurality of U-shaped support members whichmatch the divergent side walls of the mixing trough 51. The entiretrough 51, supports 71 and other structure which is needed and whichforms the support system 66 may be affixed at an end point at the firstend of the trough to the tower which extends vertically upwards from thebed portion of the mobile truck or other device 20. Thus, the mixingsystem can be fixedly attached affixed at one end but allowed to expandwithin the supports as well as longitudinally along the central axis ofthe trough, the trough non-fixably retained within the supports 71except for at positions along one end of the trough. In otherembodiments, various combinations of affixation and expansion supportconnectivity may be included.

In some designs, due to the high temperature fluxuations of the mixingtrough 51, sliding connectivity between the trough 51 and the supportmembers 71 is necessary to allow expansion and contraction thereof.Expansion and contraction of welded metals can cause significant damageto the weld and cause the weld to crack or become dysfunctional. Themixing trough 51 may rest within the plurality of support s 71 whichallows for expansion and contraction and in which there are no permanentfasteners integrated between the support 71 and the mixing trough 51.

The plurality of supports and trough may be designed to prevent rotationof the mixing trough within the U-shaped supports depicted or within anyother supports. Various types of supports may be implemented toeffectuate the floating design depicted and described herein. In someexamples, the mixing trough may include a downwardly depending troughflange 68. The plurality of supports 71 may include a trough supportnotch 69 within which the trough flange 68 resides. As a result, torqueor other rotational force imposed upon the mixing trough 51, by virtueof the motor 53 or other devices such as the augers 54, 56 does notcause the trough 51 to rotate within the plurality of trough supports71. Notches 68 formed in the supports 71, also shown in FIG. 8, allowthe trough to expand longitudinally within the trough supports in orderto allow expansion in various axes when heating and mixing asphaltconcrete.

In some designs, the trough may be restrained by the other structureswithin a plurality of supports 71 including permanent affixationmechanism. Alternatively, various other configurations for the troughsupports 71 may be implemented as long as the mixing trough and trough51 is positioned and restrained above or in a longitudinal fashion withthe mobile asphalt mixing machine.

Substantial rotational pressure imposed upon the mixing trough 51 by theauger motor 53 and by the mixing augers 54, 56, will result in torquebeing imposed upon the entire mixing trough 51. Flange 68 is restrainedwithin the plurality of notches 69 and will prevent rotationaldisplacement of the mixing trough within the support system.Additionally, such rotational torque imposed by mixing auger motor 53 onthe augers and primary shaft 64 can be restrained by virtue of theL-shaped header plate 72 as well which is restrained on the mixingtrough end wall 26. The L-shaped header plate contains the end bearingsupport for the auger. The auger motor shaft is connected to the augertube by key and screw from the motor shaft end. The housing of the motoris prevented from rotation by torque arm that is retained by theL-shaped header plate.

In various embodiments, a cover may be placed on the open top of themixing trough 51, the cover, not shown for purposes of clarity of theother structures, may be arcuate or of other design and may include adual cover which includes a lower cover portion in order to properlyenclose the interior area of the mixing trough and mixing system whilealso including an upper cover, the lower cover and upper coversseparated by insulation material to insulate the interior and reduceheat loss during mixing operations. Such covers may extend in thelongitudinal direction over the mixing trough 51 from the first endadjacent to the auger motor 53 to the second opposite end.Alternatively, or in addition to, the covers may include an opening fordepositing of the aggregate and fines material at the first end of themixing trough adjacent to the position where elevator buckets 32 depositingredients into the mixing system 53. The covers may be integrated intoa single cover layer and also may be, in the multiple embodimentsdisclosed herein, removable so as to provide relatively easy access intothe interior of the mixing system 50. Such removability may be hingedconnectivity, entire removability or partial removability where a firstportion and a second portion of the cover may be separable and hinged orremovable relative to the mixing trough. Multiple other designs for acover may be implemented and are felt to fall within the variousteachings as those of ordinary skill in the art having the benefit ofthis disclosure may modify the various features provided. The mixingtrough also may have a cover to create the heated air channel which isconcentric to the mixing auger.

An external cowling may also be provided extending longitudinally alongthe bed of the truck 20 in order to enclose the interior of the mixingsystem and to cover the necessary hydraulic, electrical, and other fluidconnectivity mechanisms required for operation of the mixing system 50.

Elevational position of the mixing trough 51 within the trough support71 must be maintained in order to keep the asphalt concrete and mixwithin the trough 51 moving in the proper direction. An elevationaladjustment ram 80 may be provided on a portion of the truck 20 which maybe directly affixed to the floating trough 51 and/or supports 71. Theelevational adjustment ram 80 may raise and lower the elevationdifferential of the trough 51 relative to the truck or mobile device byplus or minus three degrees or more. Maintaining the elevationalposition of the mixing trough during production of the asphalt concretemay be provided so that the mixing trough is maintained at approximatelyzero degrees. If a negative pitch is experienced with regards to theelevational position of the mixing trough, the material in the mixingsystem may move backwards and overload the auger as the materialcontinues to congregate at or near the first end of the mixing trough.Thus, such negative elevational difference may inhibit transfer of thematerial down the mixing trough towards the exit dispenser.Alternatively, if a positive elevational difference is experienced withregards to the mixing trough relative to the ground, asphalt concretebeing mixed within the trough may move forward too rapidly and not havesufficient residence time for heat transfer and creation of the requiredrecipe of asphalt concrete being mixed. Thus, an elevational measurementdevice may be positioned on the truck and fed into the controller 70which may automatically adjust the displacement ram 80 to maintain themixing trough 51 at a preferred zero degree elevational position fromthe first end to the second opposite end of the mixing trough andrelative to the ground. As also can be seen from the various figures, adispenser 52 at the second end of the mixing trough may be provided todispense asphalt concrete mixed within the trough and the mixing system50 into the storage dispenser 40 within which completed asphalt concretemixed and heated to the appropriate temperature may be retained andmaintained until dispensed through the storage dispenser 40.

In various additional embodiments, the mixing system 50 may bephysically separated from the multiple bins and elevator system. Assuch, the mixing trough 51 and trough support 71 may be provided to mixaggregate concrete with an automatic and portable feeder supplying thematerials for mixing. A mixing system 50 may be thus provided having theability to remotely receive the asphalt materials at a first end, suchmixing system detached from the remainder of the structure described. Insuch a construction, the mixing system may include any combination ofauger, mixing trough, vertical adjustability of the augers within thetrough, liquid bitumen spray devices, among other aspects. Further,vertical adjustment of the entire mixing trough and/or system may beprovided in various embodiments by implementation of an elevationaladjustment ram 80 as disclosed. Such a portable mixing trough typesystem could be readily combined with a separate feed system for apremixed combination of aggregate and sand which would then feed themixing system and mixing trough at said first end. In some embodiments,such a mobile mixing auger and system structure could be combined with aseparate mobile or static feeding system or could be combined with othertypes of asphalt concrete feeders and the like. Thus, various structuresdisclosed herein extend to the use of a mobile mixing system having thea detached mixing system structure and no unnecessary limitation isdeemed to be imparted upon the interpretation of the teachings oramended claims resulting from the exact combination of the mixing systemand other elements of the mobile asphalt mixing machine described in thevarious embodiments and included in the multiple claims appended hereto.

While several inventive embodiments have been described and illustratedherein, those of ordinary skill in the art will readily envision avariety of other means and/or structures for performing the functionand/or obtaining the results and/or one or more of the advantagesdescribed herein, and each of such variations and/or modifications isdeemed to be within the scope of the inventive embodiments describedherein. More generally, those skilled in the art will readily appreciatethat all parameters, dimensions, materials, and configurations describedherein are meant to be exemplary and that the actual parameters,dimensions, materials, and/or configurations will depend upon thespecific application or applications for which the inventive teachingsis/are used. Those skilled in the art will recognize, or be able toascertain using no more than routine experimentation, many equivalentsto the specific inventive embodiments described herein. It is,therefore, to be understood that the foregoing embodiments are presentedby way of example only and that, within the scope of the appended claimsand equivalents thereto, inventive embodiments may be practicedotherwise than as specifically described and claimed. Inventiveembodiments of the present disclosure are directed to each individualfeature, system, article, material, kit, and/or method described herein.In addition, any combination of two or more such features, systems,articles, materials, kits, and/or methods, if such features, systems,articles, materials, kits, and/or methods are not mutually inconsistent,is included within the inventive scope of the present disclosure.

All definitions, as defined and used herein, should be understood tocontrol over dictionary definitions, definitions in documentsincorporated by reference, and/or ordinary meanings of the definedterms. Further, the various embodiments depicted herein for the mobileasphalt mixing machine are provided in terms of production of asphaltconcrete. However, upon review of the disclosure herein, it is apparentthat such combination of various elements may be utilized for productionof other materials as well, such as concrete. Thus, inclusion of theenvironmental conditions for the machinery for the mixing of asphaltconcrete is provided for purposes of explanation. No unnecessarylimitation therefore should be inferred from such conditions andproduction method.

The indefinite articles “a” and “an,” as used herein in thespecification and in the claims, unless clearly indicated to thecontrary, should be understood to mean “at least one.”

The phrase “and/or,” as used herein in the specification and in theclaims, should be understood to mean “either or both” of the elements soconjoined, i.e., elements that are conjunctively present in some casesand disjunctively present in other cases. Multiple elements listed with“and/or” should be construed in the same fashion, i.e., “one or more” ofthe elements so conjoined. Other elements may optionally be presentother than the elements specifically identified by the “and/or” clause,whether related or unrelated to those elements specifically identified.Thus, as a non-limiting example, a reference to “A and/or B”, when usedin conjunction with open-ended language such as “comprising” can refer,in one embodiment, to A only (optionally including elements other thanB); in another embodiment, to B only (optionally including elementsother than A); in yet another embodiment, to both A and B (optionallyincluding other elements); etc.

As used herein in the specification and in the claims, “or” should beunderstood to have the same meaning as “and/or” as defined above. Forexample, when separating items in a list, “or” or “and/or” shall beinterpreted as being inclusive, i.e., the inclusion of at least one, butalso including more than one, of a number or list of elements, and,optionally, additional unlisted items. Only terms clearly indicated tothe contrary, such as “only one of” or “exactly one of,” or, when usedin the claims, “consisting of,” will refer to the inclusion of exactlyone element of a number or list of elements. In general, the term “or”as used herein shall only be interpreted as indicating exclusivealternatives (i.e. “one or the other but not both”) when preceded byterms of exclusivity, such as “either,” “one of,” “only one of,” or“exactly one of.” “Consisting essentially of,” when used in the claims,shall have its ordinary meaning as used in the field of patent law.

As used herein in the specification and in the claims, the phrase “atleast one,” in reference to a list of one or more elements, should beunderstood to mean at least one element selected from any one or more ofthe elements in the list of elements, but not necessarily including atleast one of each and every element specifically listed within the listof elements and not excluding any combinations of elements in the listof elements. This definition also allows that elements may optionally bepresent other than the elements specifically identified within the listof elements to which the phrase “at least one” refers, whether relatedor unrelated to those elements specifically identified. Thus, as anon-limiting example, “at least one of A and B” (or, equivalently, “atleast one of A or B,” or, equivalently “at least one of A and/or B”) canrefer, in one embodiment, to at least one, optionally including morethan one, A, with no B present (and optionally including elements otherthan B); in another embodiment, to at least one, optionally includingmore than one, B, with no A present (and optionally including elementsother than A); in yet another embodiment, to at least one, optionallyincluding more than one, A, and at least one, optionally including morethan one, B (and optionally including other elements); etc.

It should also be understood that, unless clearly indicated to thecontrary, in any methods claimed herein that include more than one stepor act, the order of the steps or acts of the method is not necessarilylimited to the order in which the steps or acts of the method arerecited.

In the claims, as well as in the specification above, all transitionalphrases such as “comprising,” “including,” “carrying,” “having,”“containing,” “involving,” “holding,” “composed of,” and the like are tobe understood to be open-ended, i.e., to mean including but not limitedto. Only the transitional phrases “consisting of” and “consistingessentially of” shall be closed or semi-closed transitional phrases,respectively, as set forth in the United States Patent Office Manual ofPatent Examining Procedures, Section 2111.03.

What is claimed is:
 1. A mobile asphalt mixing machine, comprising: amobile frame having a fines storage bin, a first aggregate storage bin,and a second aggregate storage bin discharging material to a mixingtrough; wherein said mixing trough has a mixing auger extendinglongitudinally through said mixing trough, said mixing auger forwardingaggregate and fines material through said mixing trough and to a mixingtrough exit; at least one bitumen nozzle adjacent said mixing trough todeposit liquid bitumen into said mixing trough; at least one heatingdevice directing heat into said mixing trough; wherein said mixingtrough includes a first mixing trough section airflow separated from adownstream second mixing trough section while allowing the aggregate andfines material to be forwarded between said first mixing trough sectionand said second mixing trough section; and a recycling airflow channelextending between an air intake in flow communication with said firstmixing trough section and an air exhaust in flow communication with saidsecond mixing trough section.
 2. The machine of claim 1 furtherincluding a baffle, wherein said recycling airflow channel air intake isupstream of said baffle and said air exhaust is downstream of saidbaffle.
 3. The machine of claim 2 wherein said baffle is a plate of saidmixing trough.
 4. The machine of claim 1 wherein said mixing augerfloats vertically within said mixing trough.
 5. The machine of claim 1wherein said mixing auger includes a first and second mixing auger. 6.The machine of claim 1 wherein said mixing trough includes a cover. 7.The machine of claim 1 wherein said mixing trough is pivoted between afirst angle and a second angle by one or more displacement rams.
 8. Themachine of claim 1 further including an air blower capturing heated airupstream from said air intake of said first mixing trough section andinjecting it downstream into said air exhaust of said second mixingtrough section.
 9. A mobile asphalt mixing machine, comprising: a mobileframe having a plurality of storage bins and a conveyor to transfermaterial from the plurality of storage bins to a heated mixing trough;wherein said heated mixing trough has a flighted mixing auger extendinglongitudinally through said mixing trough, said flighted mixing augerforwarding material deposited by said conveyor through said heatedmixing trough to a mixing trough exit; a bitumen nozzle in flowcommunication with a heated bitumen source to deposit heated liquidbitumen into said mixing trough; at least one heating device directingheat into said mixing trough; wherein said mixing trough has a cover tocreate a heated channel, said heated channel including a recycling airintake and air blower to capture particulate matter upstream in saidmixing trough and an air exhaust to re-introduce said particulate matterdownstream in said mixing trough; wherein said mixing trough is air flowpartitioned to position said air intake upstream and said air exhaustdownstream while forwarding said material to the mixing trough exit. 10.The machine of claim 9 further including a recycling air flow channel influid communication with said air intake and said air exhaust.
 11. Themachine of claim 9 wherein said flighted mixing auger includes at leasta first flight and a second flight.
 12. The machine of claim 9 whereinsaid flighted mixing auger floats vertically within said mixing trough.13. The machine of claim 9 wherein said flighted mixing auger includes afirst and second mixing auger.
 14. The machine of claim 9 wherein saidmixing trough is pivoted between a first angle and a second angle by oneor more displacement rams.
 15. The machine of claim 9 wherein saidmixing trough includes a first mixing trough section upstream from asecond mixing trough section.
 16. The machine of claim 15 furtherincluding an air flow separator within an interior of said mixing troughbetween said first mixing trough section and said second mixing troughsection.
 17. The machine of claim 16 wherein said air flow separator isa baffle plate.
 18. The method of recycling air within a mobile asphaltmixing machine, comprising the steps of: transferring one or morematerials into a mixing trough; injecting heated liquid bitumen intosaid mixing trough; directing heat into said mixing trough; separatingsaid mixing trough into a first mixing trough section upstream from asecond mixing trough section; recycling air from said first mixingtrough section to said second mixing trough section; and advancing saidone or more materials from said first mixing trough section to saidsecond mixing trough section.
 19. The method of claim 18 furthercomprising the step of pivoting said mixing trough from a first angle toa second angle.
 20. The method of claim 18 wherein the step ofseparating includes an air flow separator and the step of recycling airfurther includes the step of re-introducing at least one of heat anddust from said first mixing trough section to said second mixing troughsection.